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| 1 | Excavating over areas, n exc 1.5m deep & getting out in any type of soil |
| 2 | Excavating over areas, exc 1.5m but n exc 3.0m deep & getting out in any type of soil |
| 3 | M&L for cement concrete 1:4:8 type D-2 (40 mm graded aggregate)as in mass concrete, foundation & filling. |
| 4 | M&L RCC M-30 design mix using 20 mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete |
| 5 | M&L RCC M-30 design mix using 20 mm graded aggregate in Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses |
| 6 | M&L RCC M-30 design mix using 20 mm graded aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like |
| 7 | Formwork to sides of concrete foundations, footings, bases of columns, raft & raft beams, sides & soffits of foundation & plinth beams; and similar work; verticle or to batter Rough finished surfaces of concrete flat |
| 8 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings & similar work; exc. 200m thick (Horizontal or sloping) Fair finished surfaces of concrete flat |
| 9 | Formwork to faces of wall, retaining walls,abutments,parapets & staircase railing and similar works including attached pillasters, butteresses, etc;vertical or to better fair finished surfaces of concrete.s |
| 10 | Formwork to edges of concrete flats, treads, breaks in floors,window cills, concrete railings,openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontalor sloping and similar work exc 10cm but n exc 20cm wide Fair finished surfaces of concrete |
| 11 | M&L Mild steel TMT bars 10mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality |
| 12 | Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/loose soil. |
| 13 | Removing excavated soil n exc. 50m & depositing where directed at a level n exc. 1.5 m above the starting point |
| 14 | 75mm thick PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in plinth protection/ path finished even and smooth with out using extra cement including forming and filling of joints 12mm wide with bituminous filler all as directed at site. |
| 15 | M&L Rendering 5mm thick on fair faces of concrete surfaces in CM (1:4) finished even & smooth (without using extra lime or cement) |
| 16 | M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or over roof concrete surfaces mixed with integral water proofing compound finished even & smooth without using extra cement. Note : WPC shall be measured & paid seperately. |
| 17 | Supply only integral water proofing compound |
| 18 | Applying three coats of white wash on new wall surface including preparation of surface. |
| 19 | S&F Rolled mild steel Plates (plain or chequered) channels. Square cut or notched (ordinary & counter sunk) forming holes, without any attachment GDE Fe410-0 or Fe 310-O |
| 20 | S&F Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled & countersunk for balusters running bars, for doors,balusters,nosing to steps including embeding in concrete & screwing etc. wind ties for roof including securing bolts; posts & struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., & similar work conforming to Fe 290-0 Gde E-165 |
| 21 | M&L,preparation of newely steel surfaces exc 10cm width or girth and applying 2 coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 22 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in & raming earth/ broken rubble mixed with earth around, in layers n. exc. 25cm, watering, & removing surplus soil to a distance n exc 50m & making good surface in any type of soil |
| 23 | M&L PCC in foundations, filling and mass-concrete type B2 (1:2:4) using 40 mm graded stone aggregate |
| 24 | Fixing only chain link fencing including line wires, any mesh, size & type to any type of standards, rails, straining bolts, etc. including provision of binding wire |
| 25 | Supply only chain link fencing including line wires, mesh, size 75x75x4mm, rails, straining bolts, etc. including provision of binding wire as directed by Engr in charge. |
| 26 | Posts and struts in fencing including cutting tops to shape as directed, drilling holes,notching for wire, etc, flat iron fillets (for securing wire mesh etc and similar work conforming to Fe-290 Gde E-165 |
| 27 | S&F Mild steel screw bolts (machine made) with hexagonal /square heads at one end & screwed the other/ screwed both ends, each screwed end to be fitted with washers & one hexagonal or square nut, n exc 5cm long dia of shank 16 to 20 mm |
| 28 | S&F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 4mm dia barbs at 75mm spacings & straining & fixing to any type of standard rails straining bolts, including, securing or tying at crossings with & provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) |
| 29 | M&L PCC in foundations, filling and mass-concrete type C2 (1:3:6) using 40 mm graded stone aggregate |
| 30 | M & LProviding and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete. |
| 31 | M&L PCC type B1 (1:2:4) using 20 mm graded aggregate as in copings, bond stone, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed |
| 32 | SCHEDULE 'A' PART-II (Schedule of credit) Credit amount of Rs (Refer schedule of credit) for retrieved material mentioned in Sch 'A' Part-II of Tender documents in PDF form will be deducted offline during acceptance of tender of lowest bidder. Please Enable Macros to View BoQ information |
